Standard ASCE/SEI 41-17 is a primary reference for structural engineers. 2% probability of exceedance in 50 yearsīSE–2E: BSE-2 for use with Basic Performance Objective for Existing Building, taken as a seismichazard with a 5% probability of exceedance in 50 years, but not greater than BSE-2N, at a site.īSE–1N: BSE -1 for use with Basic Performance Objective Equivalent to New Building Standardstaken as two-thirds of BSE-2N, at a site. General Information: Information for E-book. Taken as the ground shaking based on the Risk-Targeted Maximum Considered Earthquake(MCER) per section 11.4 of ASCE 7, at a site. Public proposals are available from SEI Staff via email. In this study, the ASCE 4117 nonlinear static procedure for steel momentresisting frames is evaluated using a threephase constraint handling procedure. The committee will accept public proposals until December 1, 2024. Seismic Hazard (Basic Safety Earthquake ) BSE–2N: BSE-2 for use with Basic Performance Objective Equivalent to New Building Standards, SEI is currently accepting proposals to modify the 2022 edition of ASCE/SEI 7 Minimum Design Loads and Associated Criteria for Buildings and Other Structures, as the committee prepares for the 2028 revision cycle. TIER 1 PROCESSESTABLISH Performance Objective and Performance Levels
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